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HomeMy WebLinkAbout4360-3�������� � ��� ` ��w� /1—L 3" X 2 1/2^ X 3/8^ LA RDD END ` LUG 3/4" X 1 1/2'! PUNCH 1~ HOLE IN PIPE TO RECEIVE PLAN | � LUG CLEAR 2" CLL X 1/2" BARS n^oc s' MIN. cmcH ROUND INLET WHERE nxo/aLF. «CE GRATE BARS PARALLEL TO puJVV JE AND FRAME onAu' BE GxLvAm|zso CONSTRUCTION NOTEA, /�-� \l � �� CONSTRUCT 42" R.C.P. D-1400, BEDDING PER CITY OF FONTANA STD. PLAN 1008. CONSTRUCT 18" R.C.P. Q-2000. BEDDING PER CITY OF RJNTANA STD. PLAN 1008. ��� �� CONSTRUCT 24^ R.C.P. D-2000. BEDDING PER CITY OF FONTANA STD. PLAN 1008. (*��� CONSTRUCT GG" R.C.P. Q-1400 BEDDING PER CITY OF FONTANA STD' PLAN 1008. [7] CONSTRUCT CURB OPENING CATCH BASIN PER A.P.VV.A. STD. PLAN NO. 300-2, �� VV=PER PLAN. SEE DETAIL ON SHEET NO. 5. ��EAST OF THE C/L OF SIERRA AVENUE, CONSTRUCT MANHOLE PER A.P.VV.A, STD. PLAN NO. 320-1, SEE SHEET NO. 4. 01 CONSTRUCT JUNCTION STRUCTURE PER A'P.VKA. STD. PLAN NO, 332-1, CASE 1. SEE SHEET NO. 5. �� W�y CONSTRUCT CONCRETE COLLAR PER A.P.VV.A. STD. PLAN NO. 380-3. SEE DETAIL ~~~ ON SHEET NO. 6. CONSTRUCT MONOLITHIC CONNECTION PER A.P.YV.A. STD. PLAN NO. 308-1. SEE DETAIL ON SHEET NO. 5. p�} CONSTRUCT 48" C.W.P. RISER PER DETAIL ON SHEET 3. �A) �� PIPE CLOSURE PER S.B.C.F.C.D. FILE NO. S.P. 176A. SEE SHEET NO. G. L�+��� �� CONSTRUCT PIPE ANCHOR PER A.P.YKA. STD. DWG. NO. 221-1. SEE SHEET NO. G. MANOO AVENUE �� m� I 0 20 40 80 120 BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BENCH MARK: SAN BERNARDINO COUNTY SURVEYOR B.M. BASED ON THE CENTERLINE OF SPSN-00485 FOUND RAILROAD SPIKE IN COUNTY DUMP ROAD AS PER RECORD POWER POLE, 2 MILES NORTH ALONG SIERRAJ OF SURVEY BOOK 79 PAGE 6, RECORD �,AVUNUE FROM HIGHLAND AVENUE, 30 FEET OF SURVEY, IN THE CITY OF FONTANA, ��EAST OF THE C/L OF SIERRA AVENUE, RECORDS OF THE COUNTY OF 2 FEET NORTH OF THE S/E CORNER OF TWO WORKING DAYS BEFORE SAN BERNARDINO, STATE OF CALIFORNIA. !SEC. 18, TIN, R 5 W, SBBM, FACING N/W. YOU DI !ELEVATION = 1,815.971' SIR